Local Self Government Department Tender

Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. 9.6.1 PCC M-20

Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately. 110 mm dia

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in-charge. Internal work - Exposed on wall 20 mm nominal outer dia .Pipes

Earth work in excavation in foundation, trenches etc. includingdressing of sides and ramming of bottoms, including getting out theexcavated material, refilling after laying pipe/ foundation anddisposal of surplus excavated material at a lead upto 50m suitablesite as per direction of Engineer for following depths, below naturalground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m

Carriage of Materials bymechanical transport including loading,unloading and stacking :: Earth For 1 Km Qty same as item No. 1

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level Code) 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shutteringt - All work upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size)

40 mm thick fine dressed stone flooring over 20 mm (average) thickbase of cement mortar 1:5 (1 cement : 5 coarse sand) includingpointing with cement mortar 1:2 (1 cement : 2 stone dust) with anadmixture of pigment to match the shade of stone.30.27.1 Red sand stone

Providing and fixing of reinforced Ferro-Cement drain covers designed for 'AA' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. Standard Size 1000x800mm (100mm thick) for span 451 to 700mm

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete

Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.In all type of soil

Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. 9.6.1 PCC M-20

Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.In all type of soil

Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion.

Providing and applying primer coat over prepared surface ofgranular base with bitumen emulsion as per IS : 8887 and approvedquality @ 0.6 kg/sqm with the help of spray set fitted on bitumenContainer (boiler) after cleaning the surface including removing ofbinding material and other foreign matter with wire brushes andsmall picks, sweeping with brooms or soft brushes and finallydusting with old gunny bags and compressed air to receivebituminous treatment complete as per clause 502 of MoRT&Hspecification including all material, labour, machinery, lighting,guarding and maintenance of diversion.

Providing and laying bituminous macadam in 50/75 mm compactedthickness on prepared surface with specified graded crushed stoneaggregates as per Table 500-4, Grading-II for base/ binding course,loading of aggregate with F.E. loader, heating and mixing of stoneaggregate and bitumen in computerised hot mix plant, transported to site by tippers to paver, laid over a previously prepared surface withpaver finisher fitted with electronic sensing device to the requiredgrade, level and alignment and rolling with power roller and vibratorycompactor as per clauses 501.6 and 501.7 to achieve the esiredcompaction complete as per clause 504 of MoRT&H specification and including all material, labour, machinery, lighting, guarding andmaintenance of diversion but excluding cost of primer/ tack coat.With Bitumen VG-grade 30 @ 3.4% (percentage by weight of total mix)

Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including cost of anti-stripping compound wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat. With Bitumen VG-grade 30

Providing and applying premixed seal coat Type "B" comprising of thin application of fine aggregate 0.06 cum/ 10 sqm premix with bitumen binder @ 6.8 Kg/ 10 Sqm (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) laying with paver finisher with electronic sensor control and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.VG-grade 30

Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.all type soil

Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinthlevel Code) 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40mm nominal size).

Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimun compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shutteringt - All work upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size)

Supply and installation concret or equivalent make of precast reinforcd, concrte mak or quivalent bench Chair Typ with Back rest of approvd pattrn, colour & sample, manufacturd by using M-30 grade of concret & reinforced suitaby with minimum 0.8% reinforcmnt and ngraving on back rest .Th bench consist of 2 nos L- shape bas support in grey / cmnt colour of thickness 100mm baCK HEIGHT 1000 MM & FRONT HEIGHT 450MM BAS WIDTH 620MM , 5NOS RINFORCD CONCRETY PLANKS OF SIZE 1500X100X50 MM & 1 NOof rrinforcd concrte plank of size 500 x 200 x 50 mm approvd colour, all parts ar jointed togthr with galvanised nuts anf bolts of suitable size. Al bolts ar sealdf after assemby .Sating ength of the bnch 1500 mm Seating hight of the 450 mm tota hight of bnch 1000mm proper curvs and finishd and paintd with desired shap with water basd cmnt primmr complte in all taxs loading unloading at different pranks of as pr th dirction of nginer in charg.

Providing and fixing of double swing top pipe made of structural steel tubular pipe up to 100 mm nominal bore, 3.0 mtr long jointed with four nos legs of 100 mm nominal bore 3.00 mtr long pipe after installation 2.40 meter with the help of specially designed trapeze shape 50 mm structural steel tubular pipe bouble swing have two nos specially designed ball bearing system each ball bearing system contain two nos ucp 205 casted ball bearing assembly one nos 27mm x 60 mm long MS solid bearing shaft and two nos press bented (1) hoocks for hanging chain seats chain should be minimum 6 mm thick electro galvenised tested jointed with M.S. sheet 5 mm thick for safe and comfortable swing all nut and bolt jointed painted in multi colour for dazzling look Double swing fixed in ground with cement concrete mix 1:2:4 size 30 x 30 x 45 cm including excavation of earth as per required work completed as per direction of engineer in charge and specified notes. work done as per drawing direction of engineer in charge and specified notes.

Deluxe Slide made of 3 mm thick M.S. sheet joint less bend in ( C) channel the length of slide 3 mtr and width 0.45 ,mtr jointed with 25 mm nominal bopre structural syteel tubular pipe and verticle post of 100 mm structural steel tubulat pipe 2.5 mte long. All nut and bolt jointed, painted in multi colour for dazzing look. Deluxe side fixed in ground with cement concrete mix (1:2:4) size 30 x 30 45 cm including excavation of earth as per required work done as per drawing direction of engineer in charge and specified notes.